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B99-0006
� . I . � � � � _ . 1� .I � ' �ate Receivec� � " `, � � c, JAN 14 1999 ; :� �.. �1 ���� �nn ���- � �9 `� - a� (� � L �, JSeg$ GSEc • _ _ . � IVCLOSE EXISTING f3A �coN y �' � J j� �t {� Communlry _ � wrrH 2 g 4 8 FI X �D ovE R t�t� pgy�ppment 2 A Z �{ - �9 AWN I NG- � . '� � .sealt� F t /� � � �� � norrnv�C � � �__�_ �� � REMOVC FiXEy GLASS � � � G �_ I- _� � � , win� DoWS 4l' FILL oP � N � NGS � � -j x / '} ///���� � _ Vailalt� or � I , � —�� —� — — �-- — — � �— — — � Sec. 303 (cl � � � � _ , � - 6/0 , r granting of a p� ,ians`an4— � � � Re� MOV � s � 1o � NG DooR ' � 1 � � [ � EXisT �Nb ; shallnotbeconst �' o� � � � AND wAl� L 5 - IADD Re' �'I M �-� F� °• �t , any violation of an4 � �� � this co T,� , c;ner ordinance of ihe i . ' i�e i suan ot- - � �I[..�_ ,IJ� �C��s ; �ased upon plans, tpecif �cr - : .��d otner data shal' ,i ! I � , - }�� �� , cvem tho building Offkial from tnereatter re pinnb trye I � _ G�9 r ectiQn ot errors in aeld plans. specificatian� ne� �kd�---� ( v & SE�' 31d `r � r�- ,�a " �� � S � ��: � - I �t ; `! `t '� �-% � � ' � ' _ = ��,� � � . E-- � - , I'; i. __ �__ .J � � �� ,� e ;�� ---- --- � z ❑❑� �, � O � � � � .,� Iq 9� 7 � �C ��- � - - ----- - ____ Q `_�� � � � �_ � REPLACE wiT }i REl-10VE FIX �. D I �✓ Do FIxED oVE �Z 2. 82. '�F AWN 1? � P' LAG �. WtTF{ FiXE � �I �. _�. I � I, _.I. ._1 � � ov � R 28 ,'t �4 AWNING i —� z/� rY z/�Y �- � �L j - - - - � V Q �-,� � c� ! U� F-- I � - � Q i i � �-- � — — — — � � O I � i (/'�) G�o � I 'i � — '�,.._,! ` -= � 2�6 � � ` V �J � i 00 � O O ._.. � � � , � � z � , � � � � ; W � �_� ADD 28 �¢ B ' / � � G � SLMEN 'r Zot} g 2 GASE. SECOND F� LOOR PLAN F / RST FLOOR PL_ AN SGAL � �g � = l � SC � LE � �� = I � � NORTH � �,�-� I _ N �Y��` ' � z � •'i-?_ Q • F,�.� , �•� •'q�c C � ' : Ai i' � 4 .. '� ' - � �� ' P?����" rn m U � m � "— - _ . i i SPREAU I : �iDlr � ,.�� � _. -. .- . , - - � -- - � � rna _ - a TvPE S�ZE — - - q_i^n� b�<Cr:;• � F P oj� Z � vv � a � A 1'-0 a 4'-0 . + '-0 (3)- MS's . 1 '-6 EA. WAV F � B 3'-� a 3'-0 r 7'-O (4)-y5's v 2'-6 EA. WAV � J y 7 � C 3'-r, . 3'-6 v Y-0 (4)- q5's . 3' -0 FA. WnY U1 - rn a ,� _ � v ,^� io 2 U ° `9 � Et:CLOSE Ex6T;NC ^_ ECK � { o pU � � m �' --5.. t6'-t� 3 ; d' � I � I I I I I � �I I .y)- z . , c � � a > I I I �/ ` - -- - � � I i i I i i I I ll I i a jI 1 I I i I I I I I I I I I I � I I I I I f I I I I I I i i I I I I I I 1 I �S` - 3/� v 11 7 WL ' iNa: ::a; �i: ;,: . iqiia■ � I I I � I � � ��`15�NG� I I I I / i I . I I i I I i I I i I I I I I I � I I I � I I I I 1 � / ; . ;�' o`' � I i I I I I 1 I I 1 1 I I � I I I I �5 � � � � � 1 I I I I 1 I I I I I I ti' I � �" I ��� ° I �'� I , ti �oi . W Q 0 � I I � I 1 . I I I I I I I I I I I I + � I I I I I 1 I I I ...,ti' �? �y'��Q n ,ti QQ o ,y I � I ( I . I 1 I I I I I I I I I I � � I I I I I I I I I I �� xl G? YI V I I rT1 1�1 I I I I 1 I I I I I 1 I i � I I i I I � � � I I I I 1 � I � n "� � I I I I I I I I 1 I I 1 I '� � I I i I I I I I I I I I I I I I ml rl I I I I I � x15T�tiG v70'�s O � ' 6' � O.CI I I I o, �� � � � � E%15iINQ 2. 1 ;'�'s b 7B' O�G � � � I I � I �..� I al I O PARiY W0.lL ABO�E � I -1 TI ITrt-�-�I I _�-T__. � I I I I I I I I I I I I I I � I 1 I I I � � I 1 I I I I I I I I I I I iI I I I I I 1 I I 1 I I I � I I I I I I I I I I � � � � I I i . I I I I i I I I i I I I I I f � � � I � I �' ,� I I ' i I I i i I . 1 � I I � I I I I � I � � � • � . � .. � � CanLEV'cR LVL 's � �, I . i i I ` z �.: � I , � , , i , I �1� 5 1 � i i I I � n � i��� . , � . ' j � � � "� � � -u� ' I i i I �I I . I � � `�. � 6� � , � �� �� I `� J I � � � in I �,/_ I , , ,. � ) I < I S <<.. = . 15� � �, �CA �SII)_ I � I / I " I I �i ExSTG. 3rd_ � . . � . _ ! , VERIFV n NI11 OG -- — — — — , _ _ VERIFY o Mlnl. OF I ' � xISIiN� � I O (4) -2.5 — — �I — — — — � I (4 )-9x6 / I I� � I I I I t �� � J L J I i _ �i I • � I I � \ � � � '� <;°� � �. I _ J ' " � , , I I I � ,F+ � ° I I I `"� i �r---� � i � � <„ �. y � .5-c cv� -��_ � � -� �; cr ,v_ sr c- I �� _ � � �,>' � i � � � i i � i i i � � ���ti� � �� `�� � � � � � , � iur, _ � I i i i i i i r E' _ � .,, c c i i i � , i . . , � � � i F e nc��s ,. Q. c u r r.i.. i i i j . i i i i i i i i i i �'��� �� � 1-+-� _ / N:U� �i(DOi �f. � I ' I I I I I I I I I il � ��� � � � , � q � � �q Z i2+ � 0 I I I I I 1 I I I I I % �" � CONT. i � EASi,. � ° 3� w � �Y I � I I I o � ' �q I � � rvi I� I I I I I I 1 I rn � _ EXISi.N6 1 '. OIR (HID(iE) I _ _e I O - - - '-E7-J - - - � ,�� �� �- - ' � � ' ' . , I '�-�'r. i i � � � � i I I � 1 T - �- � - � � � - � ��. L � I -I - I. -. . ' . . . �I I� . 1 . 1�.. � � E(��TINC� 2z1�'S � 1 �" 0.�' � I--�I \ `^+ ' O]' \ { " � I 1 I I i I I � I I � o � o � p � ir � . . � � � 4 � � � I � � � � � � � � � � � � � m � K � Y� � � � V ' .�. - i cu0 E E?-STI . tl d� } A � � � � � �. . .. : :Y ) II i ' ( � �J/. '�J I I I I I I I � � OL NC FOU �n11 � S ! I I � . I Y � I i ��b i '. � � � � � � '� o n � . i _ � _ �' — �� � � i � . � i � 1 ��, � i�+s�.'U �Y�6Ilb¢� � � � . � � � � � � - � , r� � � c� n�t P3 - d' � � . i i _ i i _ _ ��I _ _ _KS1G HM. I I • ) �' �.1 � . ' . � L.�tlf I .I �� . i� " �.VI � � � � � � � o I � I — � � I I S) - 2 , � �. �-.� � i� ` I ` ' � � � �, ' ' ' . ��'YP i i i i � ,r� �,� � � � I 7 � .� Tb 6/ i fb Q� P--� . 1 � � ' ; i � � �:r �� � ' _ _ i � .C . � i i�. � .� �Y �� .C. I �.� �?� � �'1� y i'LQy , — - � p.ry . . iAi iS*,:IG an 1N75 �1 I � I I L lB ^�IQ ' N0 � (,HE� N CUS71riC � CATILEVER LVL's - ' �• xIU. � � ' 6" O(:, I � � 6 'L � lY _ 'c'i �_ r.� . __ — ` _ . � � : � I I I I � I I I I i I �G � � pP�Q y ` - � �i �! I � �I � � i � ' � REM�VE Ex15TING JOiSTS — � i � I t I I I I I I I I ��� 6 � 3 � ��`�.� �lj � � m ., i i i i i i i i i i � ��5 � � � r � OVERFRAME .I I , �CR NEW $TAIR 01'ENIHG � -,,` ' I I 1 I I I I I I i I ����0 � I �9I �CI I � � � �I I f � � �i � I I I � I I I I I I I 4I WI WI I �� I � , i i � � I I I I � I I � I I � I I � � I I 1 I I I i I I I I i ' I I �, i � � I I I I I I I i � r I I I I I 1 i. I I ' � � � I � I _ - �-- Exi � Ri �R 11 A R qR�;. /"�) � I � �. i — ._ � . � � � f�x�sllNC � !. EZ� nNG� � T 3 z. o's w t � J C � � i i � i i i � �"? f,� � i i c�?� � � I I I I - O- ' / O " _ � � A,r p I �� . � t�i �� '��� '`1/`�/ � 'RIMMER AND t -2.F. . . � . I I __ - ? . �� 0 L E�G E R w/ t/2" o i � �� � �i>� � �`�' � � ,'?y�' � � � � � � KiN G S tuD En� SiDC, "°� � ` x y� E%P. AN(H. I; GROU?ED � � �� $ + „-,/, T I � t,S iryG I L,!.. ESi 40i::p (7iHER-...�= L CELLS m 24" IYP. ���T '-' � ExIS�MG 9EnM j C� o . � /''� . � � � , o- c � �>/ " F+� . ?• 6.. _ l t : . � - 51 ' � �� � � �. ,;, ;;`T-z;j t? -� , -�— - - - � � - . — . . <,i <?/ . . �":' ' designed by JI�� ; drawn by JPL _ checked by issued MAIN FLOOR FRAMING �ERU � t /07 /99 AND FOUNDATIO� N PLAN UPPER FLOOR FRAMING PLAN HIGH ROOF FRAMING PLAN FI�A,N NCTE ;. �LAN n: OT= �. - _ _ _ — . Pi_ �N C; T==. � 1 . V: -EHii;i ' r" . . ._ .i �, r. .. S :.f!, , . _ i _ . . . . -i �., =. � � �Ttk . � .. . .. - _ � ?�.A..._G: O NOW- I.0\ IIMUW_ FOS'S FHCM A[30VE PNE iNUICA7tD: � 1. i�pSIS 3RC�V ARC� � ::. :. � ,. �, �' • k. . �. .�•, 1 = i! J�. F :.y . r• . • � . INTCRUR �v000 5'uC tlC �:RiI�iG wn-.i5 nHF iNGICA �LD 0"i PLa.N lii�y ;' 2. POSTS BE�Gx aRt i^i c iNDiCniFD: � nON COV � iNUIX15 POSTS �ROM nnOVE AR[ iNDiCATEp: � _' 2. POSTS DEL�W ARE INDiCntE[7: O NON-CONrINU0U5 POSTS FROM ABOVE ARE InfilC.� iFD�. � o� 3. FLOOR SNEATHING IS 3/4" IONGUE ANO CR00`VE nPa ST11R01FL00R, ExP. I, SPnN ]. 4LOOR SHEATHWG IS 3/4" TONWE AND CROOVE APA STURDIFLOOR, EXP.1 , SPAN "" RntING 26 O.C. HAnNC 20 O.C. 3. " O �NDICATES CONNECTION TYPE - REf. 5'� FOR Sb1ED'J'._E. 0 _ a " ��� ' IMD�CATFS CON4FCTIp'i TYPF - HEP. 51 �OR SC•IEDUIE . ' '_k? " �,nIDICxT:S f,OHNrCTI(7N '�PF - Rff. 5' FpR S�HEOL� E <. CIEL�7 �ERIiY 4I_L ExICTi4G CCNSTf7UC'Ip`1 sheet � . S �'li -_� �:liY�v ... L D.'. . . . .". !r� .::;tu:�, - . . � �: a.: �: n. . � .. 5r...:,3 CJ�� y17uC "',Of: • � � � GENER4L NOTES: Plormip U '� N21 R d I OB No812-08 DESIGN CRRERIA: 3. fin - C ��stiu�. � A I ovido� L4 " U�,m.� �1 P � o� vtl 5[urdilloor rotetl 70" � I �i � _ � , n � o . yo=,ure I . Gi�e and ndu �� . . Hn�� I �ve Load (Snow) --- - - - � - - -ep psf ,m els t � oll s ipportv i ntqll sheathing wlln lonq (4)-1 3/4x14" LVL � �< ,�;�_ (� . Hoo` Oeca �ood - ��� - � - - - -� �- - - iS psf dimen�l n perpontllCUlor lo joists anA end jo�nts (2) -EACH SIpE L�. V� � floar Lve Loud � - - - - - - - - �-JO psf sto59e�• C. - Ex1571NC 6x13 , �r� � floar Dend Lmtl - - - - - - - �� - - - �- - - - - - - - - - - - 15 pst �. Providc solld bloc4ing tetween lloo� jolsts at ai beorinq __ � N = , ° '� ;:mr Corritlor Gve iood -- -- - - - - - -- 100 sr i � , � �- ) �a'rn-. �. Flbcklnq n�olern� shpli n�tc^ tne `loa� '.oist __ .:. . , .,- , _ _ _ . . , . _ . . pnsic Wmtl Speed _ _ __ _ _ _ _ " " ' __ _ _ __80 mph (EaP. PB nca inn i5iSR11L ZOPC - i �_ !'.-: �.. U�7C E�Grior� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ____ _ _ __ _ _ _ _ _ _ _ 1991 � FOl1N�A71�N �ESIGN: �� V � V � V � V � u � V � � , . .. Ali gro� t b euVi coi_ � • p'� Ut e i. a stae� t am p�a �� g sh�u po ��on - � � - . . u 7esryn Of inOrvieual on0 ronlinvous �nn�ings is oosec on a pn s�rir4, non metal�lc ' e � o�. l . .. mi s`�.n � ` c �r_ _ . n r r.� � ,.nmo.es�'ve � � neA m�vimum allowable bearirg pressure ol 2000 ps( (deatl y�.eng;n �l �yUG :;s� i;�nU pWS fWl Fve �natl). basetl on originul conslructiun doc�me�!s 1 2"0 z 6 1 2" IAGS � o. : oobngs sholl oe piacea on Ihe notuwi unEistu�bed soii, or 2 -RpWS TOP AND BO'�TOM mmpocted strudurol fll, below lros� dep:h. CENERPL REOLIIREMENTS: � � � � � 12" REiNFORCEn CONCRE7E m rn � a. Str�cturai e�eClon o��d brnCne��. Ire struCWra� drv.ings i'I�yhete the � U D m f1 o Concrete tlosqr� Is �oseo on the "Bulding Code Requiremen�s �o� cor-iplalec str�cture ndh c � e'emen�s �n thelr Cnol positions, V�ope�ly ' I I Relnlorced Concrete" (ACE 319 -95). supportetl ona Grucerf. Ihe Con�rec�ar, in the proper sequence, shall � z�� _ � ? � � a b. Struclwa' concre.te shoil hove a minimum 28-doy compressive provide shorinq ond nracing as m:�y be required during cansbucnon to � 0 ma strength oF 30a0 psl. a<hieve the finai co���plelad shucture. Conlact the strucWral enqlneei for � r.. Concrete shail be pruG�rCioned u�ing iype I cement (lype h o� Type V consWtnllon (nol In <ontrnrt) r.s requlred. o 0 0 0 0 0 (4�- 1 3/4x14° �V�. Z � m4 i` wrros:ve soils conClllons exlst). Atlmlxturas contdining cnloricle b, ExisPng strur,turAS: ❑ r.anviruclinn �djo'ns an existing structure, � Q . eoqy s�i�ll not bo usad. contrac�or shall be rnsponsible lor verifying dimen�ions, clevations, (7. -EACH SID_ � � d. Cold weother concratlng procedures sholl be �rovldetl as recommended frominy, loundation and unylh�ny else that may eflect Ihe work shown o 0 0 0 0 0 � d in :��e ACLMpnµ I9 UI Co�etc Pr�ctic�. on the drawings. Uruerpin�ln9, shoring ond b�acing o� existiny F_XISTING 6r1S � � e. Anc�ar bults 'or beam and calumn bearing piates shoil be placeC with s!ruct�res sholl he •.nn respo�cibilily o/ the cantrector. Z 0� � � se'tirq templtites. c. Dimensions: Checa ��.I Aimensions ogoinst orcnitecWro� arowings p�lo� `h � � �n '^ ta construction. Do not scole drovnnys. i7' U v a ,p REINFORCING STEEL a. CoasUuction pra<C.cer Cenerai Conlroclor is respens�bie for mears. p Q o methoCs, techniques, sequancas antl proced�res br consvuclion a� S m � o. Ceta'.iinq, �ob�icoGoc and placement of rein/orc'ng sleel sholl ba in !his projetl. Notily st�udural anglneer o( omissfons or conflicts 3 SCALE: 3 4" = t ' - 0" ii ,�, � J accora�nce w�th !he ACI Manual of Concrele Pradre. between lhe workine� drawings ond exisling con0ition5. Coar0lnote 5� fY u a � �� Except where oNerwfse no�ad on lhe drawie9s, relrlo�cing bars shcll requiremenls !or mechanlcal�eleclnwl/plumbing pene:rafions throuy� Vi � confmm ;o AS�M $peUficolion A6� 5 - 79 a�0 =hn�i he graCe 6C excep� structurol elements wlth strucWra' engineer. Joosite sof¢ty 'y the saie Y ties �ield benl 6ars where pennitled by nole i, i V�c'�. or bars lo oe responsibllily o� Ihe cont�oclor. AI methp�s usea !or corslrucGo� �'j - 'f� m welcetl, wnicn shWl be graEe 40. shail De in occo�tla��ee W�U lhe �atesl ed'�.f�on o( lne UBC. �,��µ�,�� � e. it �s Ihe responsibifity of lhe conl.eclor to conlocl ;he strvctu�ai - - - - - - - = �p� Q � 11- Q = 21 - -IC LCI� � - 71 - STRUCTURPL WOOD FR4MING� enqineer ot lhe appropriote Cnne lo pertorm s�(e observation vishs. � � � - � - - Observalians visils lo Ihe joGSite by Ihe engineer ore lor determin�t�on ������r �� ot gener�l cor.lormnnce w;lh the construclion aocuments and sfa'i � u h_.,-.epl 'nnere •iole0 othe�wi5e, QII 2" r'OnYinnl b,irti�er, excepl sluds, be conslruetl as inspeClion. snoll he Dou� as Fir - LOrch N� ana belter, nnA NI sof� Dmper be�m�.s 1, Thaugh every efforl �s maae to provide a complete ond cleor set ofU � and posts 3' aominal and wider shall be Uouylos F:r -Larch b2 . constrvction dacuments, Aiscrepancies or omissions may occuc r', b. Studs shall be Stutl grod^ anC better pougias Flr- Larch or Hem : r , Release oi mese druwinqs anlic;pales conperatlon and con!Inuetl HL� c , Buil( - up posts shall consis( ol �ouglas � ii -Larch or Hem Fir H2 or communicafion belween the canfroclnr, orchltect ana enqineer la __ POST FROM ABOVE � heLler 2X4 or 7X6 swds per pbn ann snuu he, na��ed togethe� with 2 provida the best posslble etructura. lhose drnwings nove heen rows o! Ifid noils c$ 6" on center along each sWO. preparetl lor lhe usr of a qualifletl cantraClor experienCetl 'm the � (2)-ROWS i /2" 0 � �•� O � , 8uilt - up Uearns cansisting of mW(iple 2k memDers shall be nallea THRU -BOLTS � 12" - construction lechniqi:es ond eysterns depicted. toyether wilh two rows of 16d noilg spoced al 12" an center, or � with twn rows � /7' tllmneler thru -bolts spaced 24" on r.enler. VERIFY SOUG HLKG. e, lop arid ootlam plates shall be Oouylas Fir- Larch or Hem Fir k2 and IN J01ST SPACE.S belter. Piates :�la<;ud dlrectly om m�crete wnils o� sloSS shall be BELOM' NOST r-, pressu -e-trectea Hem f v /�p. NAILING SCHEO�LE w � Wit�+in 'loor jols•s scares henealh sol�A or �uiR-up r.o�umns noted on - - - plons, blockin9 �i areo equivalent to calumn above shall be proviced . o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � Door or window bimmers consisting uf a sing:e sluA do not require 2x tloor pist to girder, sil'. or woll plate (toenall) 3- BC (3)-2� 10 0 0 0 0 spedal bbckmg ln Ibe jo's! space. , E%ISTIVG o � o 0 0 0 0 0 0 0 0 0 0 0 q. Except os noted otherwlse, minimum nail{ng shall be provided as i - jorsl lo girder, siil or we p�ote (OOwn Ihru bottom chortl) 2-10d - - - - - _ - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - r__ - - - - - - - - _ _ _ _ _ _ _ - - - ;oeclfrtd !n the "NOi3ng Senetline" on Ihe drow:ngs ?5-0 Sole late ro oisl or b�ock n � I I I O �. Bol;s aseA for wood ��aming connections snall Ce irs!alted WN G I g (�a�e naiQ 16a Q9 16° ^� � stcntlo.d was�ers a�0 nu!s. 1/a" le EA. SID[ (2)-QF I I -rlOTCH 1�.6v CJL's � i. Un�ess no{ed nlherwlse, sleel conr,eclo�s sucn as lhose �nonufacmred Top plofe lo slud end na� 2 - 16G W/� 2" 0 THRU - _ _ � 4 - 1 3/ba11 J 8 LVL � / � v = � ExISII�G CAAU COL ( � BOL S REF. DETFiL I I 2 -EACH SIDE I I � oy the Simpson Compony sholl be used to joln rohers, joists o� beams St�d lo sole p�ate 4-Bd (toenail) or EELOW I I I I ta other �eams al nvsh - frame:l conalions. Use au sp_^cRietl nails. 2- 164 (entlnaiQ I I I I ^' _ Connec!or conAlions not o�herwlse noted shol� �lilize Type U cr iype 1 r yU honqers o� o sixe SDecifitally deslynetl fo� Ihe rember supported, F _ � F _ � � ��� ns shown in the mnnefar.turer's publlshed to6'�es. �onlact strucWol �auble studs (�oce noll) 16E � 24" . I n J I ___ _ I r� �_ S f.. O engineer fcr detoiis as repuired. OaubleG top plates (face nnil) i6tl � 1G" � � -'� '4 - �u �-' -' j Wood nailer plotes '�nsta�led an steel heams or concre[e walls for top - � � � I � � �I�nge hanyers shell GC Yppr.A tm m�'. ch the w'dtn �� the wo'I or beom Top plotes, laps and interseclione (�ace noil) 2-16d � 4 � � 4 � � 4x10 POST REF. SPREAD 9ange. IJ011er ^lotes supporting top liaoge hongers �orm ane siCe o�nly � �- - � FOOT�NG SCHED. � � E"� O � 'hall be Inslalletl (lueh wlih the face nf wall nr peam �longe al the Conlinuou5 header, lwo plrves 16tl � � 6�� o 0 o O o � � SHEF7 52, FOR � � harger �.ccat'uns. olong each eUge � � RF.INF. I I �� k. Mnnuloc;�red �o�st5 sholl be Irom an approveA manr.(otturer and shol: o o O 0 o I � �7� _ � * I I 1--� � he eQVValent 'n ioad carrying copacily ond dellection crlteria to Canlinuous header ta king � Wd ( taenoil) 4- g� �- - - t== 1 - - , ,,/,\ r - - t = = 1 - - , F� ill /F>RC ?SO se. es joisis in depths nnA r:pacings indlcoted I I I I � � � ) 9 P P Ce'linq�floar psts to Por�l P�rlitian5 (face, nail) }- 16d `� ,� •� •� �• I I �� � �j I I m lan Proviue blockn 6rocln web stifleners and other 9� W V I. Lomnoted veneer Iumber LYL cshallchove the /ol�ow�n ro erties: Solitl - soworroftersto la�eV al ra�lers ( �oce nali) a_ isd � L_ _ J - -I- - = �` p � i I � � v � 9, y - � L Flexural stress- - - - - - - - - - - -- -2600 psi p 3- Btl loenoils j -- -- � - nlo L J / _ _- _ __ 2. MoaWUS o� elostici; 1 ,900,000 psi or Simpson HS E0. EO �' F� 3. Tension oaroliel to g,ain-- - - - - -- ' - 1850 psi a. Gompresso� paraliel to grain- - -- - -2310 psi 1- jaisl rofter to plote (tlaw�� thru boltom cbo�d) 2 - 72tl SXiS�WG ' � � EXtSTING � � 5. Compression perpendlcWar l0 5rain RC�. SCHF.� � � (oarollel lo g�,ue line)- - - - - -- -- - 750 psi Buil�-up camer studs 16d W 7< " �� � � 6. �cnzontal shear- -- - - - -- - - - -295 ps [ � \ SCALE: 3/4" = t ' - O" �. Wnere two mem�ers are requireG, each membe� shoil be �uilt-up beams (eacn me�nber lo adjacenl) 16tl � � Y� 5� faslened [o aCjacenl memhe�s wlt� two rows 16d nofis spoted o�ong eocn edqe �� e[ 12" o.t. �Ness notea otherwlse. Wne�e I�rce or (our � memoers are requireQ they sholl be lastened loge:her with lwo Plywood or 059 roo�/wcll/'iuo� sh�:•aU�nq 9E � 6" olong eage:. rows of 1 /2" tliometer thru-boits ct 2a" on ce�ter unless na�tetl Bd � 12" Mtermeo'mte s�,�ppoi ;s otne�wlse. � m. Froming Noler NOTES_ E%$ �G. PARTY WALL- 1 . Fxteriar wol'�s: 1 . The nails in lhis scne;�we are common wire or box rnils. I ( cooler, slnker, or ather t es of noils ` � �� � A. All ew;erlor wuliy are 2%6 sWds (� 1g" �.c. to o maxlrtnum 7'P px10 BLOCKING htelght of 12' - fi", 2%6 slutls W' 12" o.c. lo a mCximi�mi are used, tantacl �.�n9ineer lor requireA spocing anC slzes. �TWN JOISTS � ' � height o� 14' - 6", and (?) 2X6 �.tuds sN 16" lo a maxlmum 2. I ! staples are �satl. rontact enqlneer lor required spocing and slzes. EXSTG. 2a10 G 1fi" DRG. 1YP. � heiyh! a! ' 7'- 4° ur�b;ss olherwlse nn1eA. Cap with � 3. Thls scheaulo indlcnins rN��mum reyuirements for nailing. Where speclai eondillans exisl, use ' �fa�hle lop plote Inslalled to provltle overlopping ot the speci(led nollinV ��dlcatetl on Lhe plons ond detalls -1- _ . _ -_ � ccmers and at 'mterse.r,linns w��tn o�her partlGOns. If over:op is not pnssible, }Ir�p ��p plotes witn melal strmp [ies (Simpsan Sf29'1 ar equ'�voie�l) , � �. Floo� or roof frornln9 rnnmGers musl 6e allgned to bear - - - - � withln 5 inches of tne s;uds beneath. �_ de319fICd by `��'�- r C. P�ovide 7/16'� lhick APA �oted shealhiny (plywood ar AQ LVL BM., SEE PLAN FOR O58) rateC 24/ i6, exposure 1 , al e�le��o� foce ol exterior _ _ O _ _ O 2x10 � 16'� SIZE drpwn by ��L � wai!s. BIOC+ oll horilonto' jo�nts. _ - D. P�ovide (}) -2x � 0 neotle�s ove� cll 000r cnA w:roow - CheCked by ooeninqs uness olhcrwisr intllcatea. � ,� EXSTG. (3) -2.10 � O E. �t eeam beoring locu[iors i � sWtl wal'.s, prov:ce multipl�- L ISSUBd sWtl posts r.quei to widt� ol bearing memoer vnless `�" �o4^d olne�wise. PFRMIT 01 /07 /99 ,a 2 Mte�ior IonA becring walls' " q, inlerior IoaN beunng walls ore 2Y.A or 2X6 stuCS (os inAlc�:etl nn plon) � 18" o.c. wilh I /2'� gyps�m wallboard beth sides ��Ness noted olherwise. Cap with a double !op plole Instailec to p�avltle overlopp�ng al x corners �nd ot !ntrsrsecGnns wlth ol�e� a�rt�Cons. I! ove�iao is enl passilrle, str�p taF+ P��les wit�� melal strmp CONNCCi!CN SCtiFf7lAF , � tir.s (Slnpsen $T197 or epu�.vo-em). - -- . -___ ' � - n .Ei POST 6x6 POSt Ei. Fluor o rnal Ir�,iminy ri�embars must he aPgneA lo hn,mr (!� SIMP50�. WS2B with'�ri S inch�s of the SWA� henr.alr� C. Prnd�de (2)-2x10 neaders ova� cill openings in wall unlress QB SIMPSON I.U52B- 2 _ /p� - � * noteA otherwi,c. - - p, A� b�nrrv be,o�iny I��callon� in stud wolis, provide mulilplre- Q SIMP i0N I.U529- J ,_ sWtl po�ts oeual to w'�dth o! boarmg mem6er unlaes . IMP90N A�W66 * � i i � II "'���: �������� I�I - �. %� �� noted otherwse. O I ��/ � !' � ' O I $IMPSON VC66 kEf . $PREA�J -� �c � RE�. 5�'REAJ -� a � �,� '� sheet / °' Foonrve scneo, - - -�- - - coorwc scHeo. - - -1- - - , `.; Q SIMPSON PC40 SHEFT 52. �OH SHEEi S2, FOH - � � ftEIH�. � R[INF. � �,� Q I SIMPSON nBUn4 # _ t0. �_ __E0. o ; f • _ � 0:_fi E0. • I, o > • • h U � J 1 �' Rf F SCr-.,. 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I I I I I I I I I I I I I I I I I � � I I I i I I I I I I I � I I I I I I 1 I I I I I I I I I � I I I I I NI � I � I I O � � � � xisritic . io4 0 � is" � o.c � � � � m ; i�_i i a i i exiSriNd z. io's b iB' alc. i � i � � � � � � � � � PARTV WALL ABOVE � �7�—�'� ' I �TT�r�T—T�—T�7 I I I I I � � � � � � � I : I I I I I I I I I I I I 1 I I 1 � I I I I t I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1I I I I I I I I I I i I CAiILEVERLVCs � � � � ` � � '. i i � I I � 1 I I I I I iI �o i� I �� oI � I �' -/� I I I i I I I I I I S i' I I I I �i I I I n " I I I I I � I1 `I I I I I t S� I I I I I � t- � `°i� � � r- � 0�� � � I I p � I I I i . � y51'y�. CMU CYL. � � � I . I I I I I x 4'+ N 4'y\ x F'+ I _ _ _� _ _ _ _ _ _ f� � � i � _I-/ l �Q POOT�nIb. � 'i � � � _� — _ - _ � �_ � � � � �� �4� �� ',� � ( � �., � • i h�'. � IU ': S C af3 ' " .S. 2 � EA. �SiDE ) VERIFY A NIN. Of(E;IfY !+ 1AIN. OF O ; 1 � xs � 9�.t ; �� �t,o a, � (^) ,- r�< ' �J7�•• i. �� � - F� , siu xiS, iN� I � _ � � � _ , � (�)-a.6 ' � � i � i i i i i i e -2.s � � � � � � , , � � � � i i � � i �+ �--1 7�- - _J < v. � , : � � � I I I L— � , i '1 s� � i i i i � i i i i i ���.'� +�5 Q -�a. � - - � i � � i i i i � i i i i i q. a `� � �i - - C%STG. CMU WL �' �� - ' � � I I I I I I I ! � I J� �� � ti�% ^ ' ✓ � Cq1W� SPr. G �l� AND fppTING. Q � A� ES �� � ` I I� � I � I I I I I I 1 I � I \�l I �I �� I I �. � r , � - �xg� . (; U (: )L I �i Q �� _�I � D . OOi G. i � � � I I I I I I I I � I w ��.^ r - - � I � • 2 2K1 I I I I I I I I I � I d . I � I ml � CONT. I I -' `'T'•� 3�- x1 �%ISiW 3 v 0 R RI�GE I I o H I� I I 1 I I I I I � � � _ _ O _ — _ _ _�_ _ _ _ _� I - � i , �lO� I I I I I I I I I I I _ — _ I_ ^ � � � _ � i� I P. I I � �� ' z10s 6 � 6' O.0 S\�aG I ' I I i � xI�TING� 2x1P's � 1 ¢' 0.� .� � � I � F+ I I I I zl � �� ' +� � I I I I ' I I 1 I I I I��I�I Sl o 0 0 �i � I I i ' I I � 1 '. I I � i I I I I 1 �� I RI xl FI �� I �{ O E%SiG. C4U °GL i � I J � v I �J I I � I I I I I � EMO E � ST . BE M. I I I � AY� FOOiInG. � � � � I J � � / OL. NC �00 !NG. S� I I I �. � i I � 1 I I I I I ' I I ^I "' I '^I I Z .� I I I I I � �'m � I E FLl $EM�' 'fl .eS��6� � N� in � vi� � � i r - � r � �( Ni. , Jl - 4 " HI it � g" Lv I � C � i. I I (3 II � 1 1 h I I tt T z i i exsc. eu. i i f ' �� i i °N i ) �/� a ii#• i �vi i �3 - 2xi2 .. - - �-i - - i . . . L - - J L _ �.- J / I " I � � i i1 � � i i i `� i iC^JnI . . �i vi i i i i � I � �'� 5 I-� �✓2� � I I I I I I�- I I �� I I I 1 1 � b o/ 6 Q� ( t6 " � � �� I b I 6,,1 l I I � I I _� ltx;$TIN�. 2aj�l �1's � 0 I��d'�_�_�� �o' I ,l� I �' � � I ,tiPQQ�4' I ,ti� _ I _ — VERifY iHAT EXISTING RAFlERS Zj �rl ' I -i I V l; L ARE N0� NOTCHED A1 txISiING ��� CATiLEVER LV_s 7xi0' � � 16' tl.C. , i ! I I I � i I I I I I V C. - � ,o i I d` r BRG. WALL. I i � . ' REMOVE ExiSTiNG JOi575 — �i ! I I • i - - � I � I � I I I I I I I }`�'~o�� � � I � I �I '! I � OVER�RANE � I I I I m �OR NEW STAIR OP`cN�NG I�^ � ' � � � I I � 1 I I I I II �Q'�"� z z z � � � � I I � I I . I � � � � � � � � � I LI NI WI I � I I I . ! I � � I I I i I I II I I � I � I I WI I I � I i I I I I I I I i • I I I ' � I I I I I I I i I I I I � � � � �, T� � _-- EXiERICR HEA7ERS ArcE' I 1 i I � I I I � E%ISTING � .�.E% TIN • 1 I I � � - � 3 2�10�5 W 1 7�6 ;�. II I i i I �G � I �+ I G � � G � � I I I I TRIM4fER AND�( i )�2*6 I I I A I I I �� � �P �? V P 2x10 IF.DGER W/ 1 /$" m � � T{ I I}~ I �l I I l I � I I I I KINC S1UD EA. 5!�E, � �P I E' l �' � $ + � � UN�ESS NO1Ff: C"F1CR /iSr" % 5� E%P. ANCH. IN GFOUTED L%i$ ING CELLS O 2t" (?VP.) � I � ,� I � E%ISTING OCAM �,�V �r� G o d> a - 2 6 � 9 2 i /> � ] _31 /a" �.�c� � _ _,�- �. — _ _ —_ _ �' FJ �y.� t� C`� �� � designed by �P� drown by JPL � checked by issued MAIN FLOOR FRAMING �ERMT , %� � �yy AND FOUNDATION PLAN UPPER FLOOR FRAMING PLAN HIGH ROOF FRAMING PLAN ' ;: �; � . c � � s, = irra � ; or_ � i�� nri ricr- � — -._ .- i . -l40.: '!.'�10J 5 'l. D b- nlilr:'„ ',YAILS I,RL I"I )ICAi' G J4 N'�_ :: � n.. .. � . i . �RIOF ! . � !: � ' lID E tIN� - I:.+ �� ._H � ._�;Cql '� �„�f: F', av T-1„> s.. �§; 1 . ItJiER10R WOCC 5'l1C pLt'211JG 'RA�;.S aRE INDICAI�U C!1 P'�4N 1l�J5. : . . 2. Pp5T5 BELOW ARE INDICA 'ED: O NON-CONTINUOUS POSTS FeCM ABOVE ARE mpiCATEO: � 2. I '05T5 BELOW aaE INDICATE�: O NON-COnTINUOU$ POSTS FROM ABOVE ARE INOICATED� � y, pO5T5 BELOW ARE INDICATE�: p NON - CONnnU0U5 POSTS �R�u no0 �✓_ at[ �nOiCnTE;�. p ' J. FLOOR SHEATHiPIG IS 3/n" iONGUE ANO CROOVE nPA STURDIFLOOR, F.%P.1 , SPAN 3. 4l.00R SHEATHING IS 3/4' TONCUE AND GROQVE APA STURDIFLOOR, E%P.1 , SPAN }, " � " INDICATES CONNECTION iYPE - REE 51 FOR S�HCpU�_[. R4TING 20 O.C. RATING 20 O.C. t, ' Q " INDIC�TES COn�,�C1I0'! ivp� - kF�. 51 �Oi `Cre.-Dl:�f . e " (� ' '�IIDIC< IES CONVECf'�C'� TrPE - RCF. S'� POR SCHEDCi_E. .. %IELD �ERIFY ALL E%iSTinG CONSTF2UCTi0PL Shee( . s. ���..� vcaiF� �,i� e ,- vic eor s �a � ,: -iaa _ � �_ n ;rx - „__ .. � srnc cc•smucrnw . � � � CFNER4L NOTES' PtartniQan Unit M21 Remodal J06 A9812-OB DESICN CRITERIA: j. �I� ( � SL� ��- � i" � Z .. f evlde f ll . . .. . r. oJ `_duiJP, ioar r�[etl 2'J�� I �.n � � � -i, . Pn .rc i . Glue anA ne - . � L ' n , Rao� Live Load (Snow) - - - - - 80 pst � (4)- 1 3 axt4" Lvl � fi � � .. ' ` pn �els �o all wppor:y. InS.all 5heotn'ng wilh lOnq � Hoot �eatl l.oatl - - - - - - - 1 ;i psi d mans'o � por�eno culor 10 jo'sls and end joints � (2)-EACN SIUE Floor Li�n LoaA - - - - - -40 psf stagger••d EXISTING 6xi3 ` . - �loor Ucud Load - - - - - 15 ps� �. P�ovide sofC biocking oetween floa '� 4k_ at all bearing N � Stulr/Corritlor L;ve Lood - - - - - - IOU Os� ocaenn, Aiac:k�ng rnnterial sholl m;n..:^, !he �loor joist _ . �� �J � �, fla4t' WnA Speetl - - — HO mph (Eav� a) motcrn - ' ^� -. � , .�; a Saism'c Zonc - - - ---- - - - -- - - - - I UOC Edi'on _ _ . ___ ' __ _' _ _ _ _ 1991 , • - `. CRy 4 FOUNDAiION OESIGN. u � u � V � V � u�_� "7 - � . o. /+II gro�t beneal� cui��� � b ;sn pia�rs an9 siee� b or� s ct Oeo��ng shal� be non- , , - . a Design ol indidauo� ontl continuous �ootings is �oseC on o an s�rirk, non melolfc 1 �.,-e � aui .: �� I sh; hcve i.n �.v�.um c��mpressive I nssumea mnxlmum ollowabie becring pressure of p000 psl (AenA �venqth o� 25W cs loatl p'�us full live !and). Based on ariginal construttion documeNS 1 /2�0 i o 1 /2" IACS I 0. FooGngs sholl be ploceC On lhe nOtural vnGistarbetl soil, o� compocted siruclurol lIII, below frost de0'.h. (2)-ROWS TOP AND BOITON � � GENER<i RWIiIRE1AENT<_: � � p^ �' REINFORCED GONCREfE p n N a. $tructurai erection ood bracng: ihe strucWrol drowings i:WStrote Ihe D m � o. Conuele <feslyn is basetl an the "Buiid�nq CoCe Requirernents for complete0 slrucWre wlth o�i elemenis �n their Gnal posilions, properiy — V Heinlorced Concrete I I " (ACE 579-95). supPortea antl bracnd. The Conlroctor, in the praDer sequence, shaii 1P ' Z V rnm o. Slrur,aro� concrete shall hove a minimum 28-day campressive provide shoring and bracing as may be required during construciion to � � � m � slrenglh of 7000 psi. achieve lhe fina� cor�pleted strucWre . Coelact lhe structural engineer tor c Cnnerete sh�il be ro ortioned usln ' e i cement i e li or t e W consWtnllon (not i� �onlrarf) as require�. o 0 0 0 0 0 � ~ O� n < P P 9 �YP � YP YP (41 - 1 .S/axta" LVL Z � mv If corros:ve soils conallions exrsQ. Adm�xtures conto�ning chloriae b, ExisEn9 strucWres' If co�strur.li<sn adjolns on existing str�eLure. (25-E�CI- S�DF < ' volts shall not Ue used. coniroclar s�all De respunslble lor verAying dimensions. clevaboos, f- `y d. Cold wrolhe� concreting procedures s°,ali be provided as recommendea �rominq, toundntion un� enyth'mq else tho! may ef(ect Ihe work shown o 0 0 0 0 0 '� v �m lhc a�l M�rpgal ol o�crete Pro<Gce. un Ihe drawings. U^derpinnln9, shoring antl brecin9 nl exis�ing — F%ISIINC 6x13 7 � a Anchor bots !or beam and co'umn bearing piates s��all be aloced wlth sfructures shnl: ba Ihn responsibillly o� the cantractar Z � � v� settlry lerrvlales. c. Dimenslons�. Check �:il dlmensio,is ugainst arcnitreturol draw�ngs prlor n � � m a 'r° lo ronslrudion. Do nat scale drewinys. � � � U m R INfOR �F INC G _�T F��. �. Conslructlon pructicnv�, General f,ontrar,lor Is respons'�ble �or menns, '�� � 00 methods, techniques, saquences and procudures br constr�mlion ol � m � a. Delailln9 , lob�ication and placement o( reinforr.ing steel shall he in thls projecL NoCity �nrur,�ival nn�:neer of omissions ur r.onlllcts �� SCAI_E: 3�h" = 1 '- 0" � � J aCCOrdonce w�(h ;he A�I�M nypl�gn�Flq�jj5g between the workinq drawinqs an� evis:mg condRlans. Conrtlirete S� /Y � d j b Excep! where otherw se naled on the d a q re i � cing bars sl�ioh requiremenls !or rru�� b�mcni/�3lectr-<al/plurnbin9 penetmtions 'Frougn LV conform • � F ;I'nn SpeC�c�; on A615 79 antl _nnll 1 . grade 60 exr.ept. structurol elements «dh strucWroi _nqmeer- Jobsite sotety 's the sois Y � Fns, 1 � IJ �enl bars wherP prrmltted Cy � ote an plc � , o� tiurs lo ba responslb I ty o� the -onlrncl �r A I r�atho�i� �sed for eonslrueFon i�`1}'�1�''ti�fj"�Q"-� ��' �'YI"� �-"QI' - ti�__� , wr,inetl, wri�i�� �n srail be yrade 40. shoii be i occortl����.e wIU� the atest edilon o� the U�G ���-N�1�� 1�11}�Ha. ��7� �. . II �s Ihe responso "�ty a( ihn conl�acto� to <o�tar,t the struclurol - - - - - = �CIL' IC1171 Q II JL ` IK' IJ Q - 71 - STRUCTURN. WOQD fRAMING� enqineer ut the apG"�Priotc time lo pe�+orm s�te observation vis'ds. �ry-�t1{���-y�y} . ���m Observaf�ons vis ts Ic Ihr jobsite by Uie ang neer are lor aetermination t-'i1���.1� a c .cepl wi�ere notec otne�wlse, a�J 4" nominnl luri�er, eMCepl s�uds, o� �enernl con/ormn�.,:e wllh [he conslruction documenis onG sho!I not ��a � be conetrued as Insp=clion. snoll be ]n.ic�las �ir-Larch �2 and better, and nll solld tlmber neoms C Tnough every e/for( !�• moae to prnvltle a compiele and ciecr se: of ond pos�s 3� nomincl and wider sholl oe Douglas Ftr-I.arG+ N1 construc:ion documents, Alscreponoies or ami5sions may occur. r_, b. Sluds sho�l �e SI�A gw�e and Eet:er �ouglas �ir - LOrch ur Nem Rr. Relense of tnese tl.nw;ngs unliGnales tooperotion and contin�ec M'�•� c. fluill -un o�sts sholi cons�st of �ouylus �I� -Lnrch �� Hem Fir a2 0� � � � NOSi FRON F9�VE � COmm�nir0ti0� be�wrnn tF^ conboctor, urrnited nntl ergmeer to -- Detler 7.k� o� 2�6 stues per plon anil ,nr.li bc nal�eC logelher with 2 provlde :he oesl pa��loie slr�cl�re. 7hese Arqw�ngs have Aean rows ol 16tl nnJS 3 6" on ceoter aiong eacF stue prepaietl for Ihe usr ol a n�aiiliee con!raclor evperienced in ;h¢ i (7.)-ROWS i /2" ¢ .� 2^ O a. Ad�lt- up Leorns conslsting o� mu1ti01e 2k members 5holl �e no�'etl construcsion fechniq�ns ana syslems dep%cted. I 1HRU-BOLTS � 12" - loget��er wi(n lwo r�ws ol t6d nols soaced ut 12" ao centeq or with lwo rows � /2" dameter thru -bolts spoceo 2d" on conter. VERIFY SOLID BLNG. � n. �op and bottom p'eles shall be Docyl�s Pir-La�ch ur Ilem fir �j a�tl IN JO�St SPACE$ heller. Vle�e.v' plq�¢� �irectly on co�cre:e wa�l5 0� slaas shall ��e HELOW POST r , prexsu�e - bnctea Ilem i�ir j/2. NAIUNG SChEDUi� w ' Yfitnin Ilpo� jois:s spaces �eneoth sofd or bui�t -up r.oWmns noted on - -- p'ans. bloc4ing o/ oren ee�-vaient !o column obove sholl be p�cviOeC. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � Door or window lrimmers consisting ol a single stutl do no[ require 2x floor pis� lo girtler, eil or wall plole (�oenail) 3-8C (3)-2x10 a o 0 0 sDecmi nlock�rg In lhe jo�st space. , EXISTING o o n a a o 0 o u o 0 0 0 0 q. Except ns notetl otherwise, minim�m roiling s!�nll bx provitleA as �-� joist ta yirder, sill or wc' plote (COwn iNU bnitom chortl) 1 -lOd - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -__ - - - - - - - - - - - - - - - - - - •F O . specifie� In the "NOifmg ScFedul¢" on Ihe drnxings 75- 0 Saie plate to jaisl or b'oching (la.e nai') 16tl � 16" � � � � r�. Elults useA fo� wood Ir�minq wnnectlons shnn oe mslallea wRh 7 /4" f� FA. SIDE (2)-(� � I NO�CH NEW LVL's � � � slandard wasne�s and nu!s. Tov P�a�e to stutl (end na�� ) 2-76tl W/1 /7.' m THRtI - = (4)- 1 3/4z11 7/9 LVL � - - � ExISTING CMU COL. i. Unle,s nutetl alherWise, sleel connecto�s such as lhose manu�aauretl BOLTS REF. DEIAIL � _ � (2)-EACH SICE � I � � by thc Simnson Comnaony sholl be used to jdn roF,er„ joisls or beoms Stad to soie Dlole 4-{3d ( toenoil) or BELOw I I I I to nt4er benms at flush - frometl cand��.lions, Use cli sper,ill¢c nails 2-16d (ertlnarl) I I I I ns� shown m� lli�o� manu(actUrera ub�olod shal uPitlz� Type U ar 7ype F= = � F== � � � C ' r detailss not atherwis� ^ iyned br Ihe mem�er suDPtirted, Uouble sluds ( foce n�il) 16d � 24" ^ L— ion � ^�r —- ' —__L1 ���r� O HU honyr.rs o� � ze s ecllicall aei ' '- shed tab'�es. CanFact strucWrol enyinuer fo as reqwred. Doubled top plotes ( face nail) 16d � 16" � —F -°�- — -- �-"'�'`r— j Wood nailer plates 'rstolled on steel beams or connete walls for top - � I I I n����ge hangers sriali be r'pped to mol �h ihe witlth ol LYia woll or beaRn Top plates, lope nnd inlersretlans (loce nnll) 2-16tl � 4 � ��{,4 I I 4x10 POST RfF. SPREAD I I � � Honge. Noiler plotes s�oporGng [op flonge h�rgers form one side onlly �� � - - � FOOTWG SCHED. � - - � � Shall bo Iriylollad IIU5h with :he �ace at woll nr benm /langa at the Continuous hnadeq (wo piccos l6tl � � 6" - 0 0 0 0 0 � � SHEE7 S2, FOR I I F"'� honger -acations. oiong each edge ` REWF. L. M�nuin,t�red juisls shall 6e from on opproved manufacturer and shalP, I _ o 0 0 0 o I I �z� _ � * I I V--� r � he eq�'valenl in I�atl carrying copacity ana detlecLon criterio to Continuous header to king s�ud (loenail) 4-8d - t-=Y - _ _ bo = 1 _ _ / `..� LII/F�RO 750 sPres joists in eepv�s c�d spncln�s ��di<ated r . � � � '."'�ti f— '1 1°-1 i LaminOtec veneer I�m��JCking bro<ing, web slJ�eners nrcl otY�cr So�ling/(loor joists, lops ov�•� purtitions (loce nniQ 3-16d \ ,o " " " " I I I or• lan � rov dc b Cei � I o nccessories os e � rna by mcnu`oct�rer. CeJin �oor oists to ^ — I . Der (LV�) shall hwe the foilowing properties: g/ j poro�iel ro�lers (�oce nallJ 3-16d ,_ � I = —}� — 3 I I � 7 , Fle.ural stress- --- - - - - - - -- -2600 psi L _ _ _ _ _ _ J ^ L J � - - - - - - 2. Ma nu lus o f e ias ticit 1 ,9 0 0,0 0 0 lie -sawn ra/ler lo piote 3-Btl loenails � � �' Y _ _ _ __ _ _ _ __ _ _ Dsi 3. Tension Farcllel to crain---- - - - - - ! 850 psi ar Simpson H5 � EO. F0. _ S" � M1. Comoresslon parall=_I to groln- --- -25 � 0 osi I- 'o�st roRer lo lale tlaw�� �� I � � 5. Compresven pei0endiculor fo groin I D ( � Ihru botlom <hprtl) 2 - � 2tl rx�.Si�uG — q[E SCHF) =X6rING � (pamll?I to q��ue line)- - - - -- - - - - - 750 psi guiit-up ror�er sluas 164 � 2a" � � � 6. i�onzon'ai s�ear- -- - - -- --- - - - - -p85 psi z SCl�LE J/4" = t ' - O" ' F� � 7. Where two mem�ers are required, ea<h member sha�l 6e Built-up beams (each membe� lo o0pcenl ) i6d � � 2" 5� � lastaned to aCjacenl members wilh !wo rows i6d na(IS spacee obng each edge �.� a[ 12" o.c. uniess noteC o;he�wise. Where Inree or (pw memoers are reqwred, they shcll be laslened togethcr with two Piywood or 059 rool/wall/!iw� she�thinq 8a '� 6" oiong etlges � mws o� � /2" diameter 1�.��u-OORS at 24" on cente� uniess nolea Bd � 12" inlermed�.ate suppar.s othe�wlse. ^ ' m Froming Nutes: ��" 1 1 . Erle�ior walir �5�- E%STC. PARTY WALL � n nll evterio� waus are 2x6 sluds � 16" o.c. to c moximum � . The na'ds in this sc^�eoWe are common wire or box nails. I! cooler, sinker. oi other lypes ol noils _�� 2x10 BLOCKINC � F�eiyht o� 12' - 6", 2Xfi swCS � i7' o,c. lo a maximum are useG, conlact r�gineer lor reQUlred spocing and sizes. 8'WN JOISTS � • - nei hl of 1 <' - 5", antl 2 2x6 e!uGs � 16" to a moximum 2� If staales are usea, conlact enginenr !or rvquired spocing onC szes. � 9 � ) - EXSTG. 2:10 � i6" BRG. TYP. N t�eighl of 17' - 4" unless otherwise naled. Ccp with a 3. Thls s<he0ule in0icn� ps m�nlmum req��iremenls tor noiiing. Where special condilions exisl, use � cauGle lop plate Instalied to a�eviGe ove�icpping o� the speci(ied noilinp indicaled on lhe pbns and details. - - --- - --- - /"� r.arners and at intersecfm�s wlth othe� portlPons. I/ F��� �'' everlop is not poss:ble, sbap �op plates wlth molc� str�p � ties (.,impson Si'192 or epwvale�n)_ �. �loar or roo� frarning rnembers musL ba oRgnad to becr - - ' - _ � � wi:hln 5 i cnes ol �he s:utls beredth. � �� deS1g02d by ����_ x C. Prod�de 7/ 16 ' lhick APA rated snenlhiing (plywood or Qq , � LVL BM., SEE PLAN FOR OSB) ralad 24� 16, exposure 1 , al exterlor l�ice ol exterl�or O O 2x10 � I6' S12: dI0Wf1 by ����� mwalls, Block ell horizontai joints. � _- �. P�avltle (3) �-7X10 heatlers nvsf all Ooor �ri� wlnaow - ChBCkBd bY �T opePings un e5s otherwlse indicaled. O E%STG. (3)- 2x10 � (F� E. Al 6oum beuring lacalions in aluU walls, pravltln mulGple - 14SUBd ^� stutl posts equal to width ol bearing meniber unlees -�� PFRMIT Ot /07 /99 no ed otherwlse. 2. Interior load bearing walls: " A. interior lood beannq wa:ls ore 2X6 or 2%6 st�ds (ns __ .. indicatea on plon) � 16" o.t. wlth 7 /2" gypa�im ' wollboard bcih sices cnless noled olherwisa. Cop wlth ai tloubic top plpte InstoUetl to provide overlapping ot ` corners and a( intersecUans with olher partitions. If overlcp is not passible, strap top plole.s with metoi strap� CONNECTIpN SCHEOULE � 6es (Simpsan ST292 ar equrvalent). 6x6 POSi 5xb �OSi B. Floar or roaf trominq members musl Ge Cligned to bear � $IMPSON LU528 � within 5 inrnes ot the stutls beneath. C. Pr��ide (2)- 2X10 headers over nll openings in wall unless Q SIMPSON W528- 2 _ /p� _ (� �. notea otherwlse. - - P. �l beam beor'�nq locclions in stuA walls, provlde muGlple- Q SIMPSON LU528- 3 `• stud posts eCUal to w-dth of Oearing rnember un'ess � � '��- :. . � �3<s'y i �N� � � noted atherwise. Q SIMPSON A�U66 * , y��y,, II % 'y.cu o .ay�,y� II . � ,��� ; I- She¢f � � SIMPSON PC66 REF . SPREAD � `+ � � �t_ _ _ -� REF. SPREAD � _ _ _t_ _ �F' O1 FOOiING SCHED. FOOTING SCHEO. � O SIMPSON PC44 SHEET S2. FOR SHEET S2, FOR � REiNF. � RJNF. I � ' ii O SIMPSON ABUAA k E0. _ E0. o Y F FO_ . 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